Developing a Subregion Model Tool for the Southern
Transcription
Developing a Subregion Model Tool for the Southern
Developing a Subregion Model Tool for the Southern California Association of Governments Jim Lam, Caliper Corporation Guoxiong Huang, SCAG Steve Smith, SANBAG TRB Tools of the Trade Conference, Sept. 24, 2010 Outline • • • • • Goal of the Subregion Tool Subregion Tool Process Subregion Models Subregion Tool Demo Model Application – San Bernardino County • Future Work Goal of the Subregion Tool • Current SCAG Regional Model is 4000+ zones, 100,000+ links, and takes 24 hours to run • SCAG region contains 170+ cities, 6 counties, and 17 subregions, many with modeling needs • Very expensive and time consuming to build custom subregion models for each • Tool designed to quickly use the regional model to create subregion models • Models designed to focus on subregion, but be compatible with Regional Model Typical Subregion Model Development • Subregion defined • TAZs and network inside subregion disaggregated • TAZs and network outside subregion aggregated • Network, TAZs, demographics, other input manually re-configured • Model inside subregion much more accurate • Model outside subregion much less accurate • Model is calibrated and validated for area inside subregion and model is ignored outside subregion Subregion Tool Process • Main goal: automate and standardize conversion • Subregion Conversion Steps – Define master subregion GIS layer with disaggregation inside subarea – Run a conversion utility which • Auto-disaggregates and aggregates TAZs, demographics and other table inputs • Auto-disaggregates and aggregates matrix inputs • Auto converts network and creates new centroid connectors – Run Subregion version of Regional Model • Similar to Regional Model with exception in aggregation areas to ensure consistency Inside Subregion • TAZ attributes re-calculated based upon population/employment ratios, or input from subregion agency • Centroid connectors redefined automatically, or based on previous definitions • Additional network links automatically merged in Inside Subregion Example Before Disaggregation After Disaggregation Outside Subregion • Centroid connectors preserved, but aggregated to higher lever • Zonal aggregation models added to – Account for aggregation bias – Account for trip loss during aggregation Centroid Aggregation Outside Subregion What is Aggregation Bias? • Model estimated based upon defined zone system • Model evaluated based on different set of zones • Solution: Keep original zone locations • For each aggregate zone, pick a representative zone Zonal Aggregation Models • Intra-Superzone Trips Model • To account for underassignment of trips This Trip Becomes an Intrazonal Trip Zonal Aggregation Models • Intra-Superzone Trips Model • Take intra-superzone trips and load them onto the networks using original connectors • Combine with aggregate assigned trips Intra-Superzone Assignment Example Aggregate OD Matrix Correspondence Table Intra-Superzone Trip Inter-Superzone Trip Disaggregate Intra-Superzone Trip Demo of Subregional Model Verification Results-San Bernardino Assignment Speed, VMT, VHT, Delay Time Period Regional Model Average Speed (mph), ALL Vehicle Miles Traveled ('000), ALL Vehicle Hours Traveled ('000), ALL Vehicle Hours Delay ('000), ALL Subregion Model Average Speed (mph), ALL Vehicle Miles Traveled ('000), ALL Vehicle Hours Traveled ('000), ALL Vehicle Hours Delay ('000), ALL Difference Average Speed (mph), ALL Vehicle Miles Traveled ('000), ALL Vehicle Hours Traveled ('000), ALL Vehicle Hours Delay ('000), ALL AM PEAK PM PEAK MIDDAY NIGHT TOTAL 30.9 79,792 2,583 755 26.9 133,369 4,956 1,823 35.8 117,306 3,279 610 43.8 64,827 1,481 86 32.1 395,294 12,298 3,273 AM PEAK 30.4 78,453 2,580 704 Time Period PM PEAK MIDDAY 27.4 33.7 127,763 117,554 4,667 3,492 1,526 690 NIGHT 41.7 69,276 1,662 115 TOTAL 31.7 393,046 12,402 3,035 AM PEAK -2% -2% 0% -7% Time Period PM PEAK MIDDAY 2% -6% -4% 0% -6% 6% -16% 13% NIGHT -5% 7% 12% 34% TOTAL -1% -1% 1% -7% Sensitivity Results VMT, VHT and Delay Scenario Comparisons Base Scenario 10 min CR Headways 1 Extra Lane on all Freeways 15% Higher Freeway Speeds Doubling Households and Employment High Auto Operating Cost VMT VHT Delay 393,046 389,881 403,079 399,037 659,835 337,881 12,402 12,222 12,245 12,082 29,110 10,228 3,035 2,929 2,791 3,061 12,181 2,146 Future Work • Rollout: San Bernardino, North Los Angeles, Imperial County • Better methods to handle aggregation bias • Add highway-only and transit-only component • Add more subregion-specific parameters • Additional optimization Thank You Caliper Mapping Software